Site work for a pipeline in Weir, Mississippi. Completed plans call for site work for a pipeline.

Construct line stopper fitting, cut and cap existing steel main, construct necessary valves, fittings, and connections. The Owner (Town of Weir, MS) reserves the right to increase, decrease, or delete any pay item to as required to construct the project or to stay within the project budget. Contract Time for each part (Part 1, Part 2, Part 3) of the project is thirty-five (35) Working Days with a liquidated damages provision of one hundred dollars ($100.00) per Working Day thereafter. The Awards, if made, will be made to the lowest and best qualified bidder on the basis of the published quantities. A certified check or Bid Bond equal to five percent (5%) of the total Bid, made payable to the Town of Weir, must accompany each Bid proposal. The Successful Bidder must provide both a Performance Bond and a Payment Bond (each in the amount of one hundred percent [100%] of the Contract) upon execution of the Contract. No Bidder may withdraw his Bid within Sixty (60) days after the actual date of the opening thereof. Within the limitations of the state law, the Town of Weir reserves the right to reject any or all bids received, to waive any informalities or irregularities in the bids received, or to accept any bid that is deemed most favorable to the Town of Weir. Only questions answered by formal written Addenda will be binding. Addenda may also be issued io modify the Bidding Documents as deemed necessary by the Owner or Engineer. A. Questions should be directed to the Engineer. Should a Bidder find discrepancies in, or omissions from, the Bidding Documents or be in doubt as to fheir meaning, the Bidder should immediately notify the Engineer. The Engineer will send written instruction^) or mterpr(C)Ution(s) to ail known holders ofthe documents. Neither the Owner, nor the Engineer, shall he responsible for any oral instruction or interpretation. Questions received less than three days prior to the date ofopening ofBids may not be answered. Marty Crowder. P.E., PS. Crowder Engineering & Surveying, me. P.O. Box 1209 Project no- (CES Project #22-1422), Stole Project Na. BR-0722-00(0H) 1150 West Main Street Ackerman. MS 39735 662-285-2062 ph 662-285-2618 tax The Work shall generally consist ofthe following: Part 1: Water Main Relocation- 194 linear feet of 4" PVC water main, 76 linear feet ofsteel casing (bore and jack), necessary valves, fittings, and connections. Part 2: Sanitary Sewer Relocation - Construct Sanitary Sewer Manhole, connection to existing gravity sewer collector, construct 103 linear feet of later service piping, connections to existing residential service lines. Part 3: Naturel Gaet Main Relocation - Construct line stopper fitting, cut and cap existing steel main, construct necessary valves, fittings, and connection